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dc.contributor.authorHenriques, Rui Manuel Santos Goncalves.
dc.creatorHenriques, Rui Manuel Santos Goncalves.en_US
dc.date.accessioned2011-11-28T14:04:37Z
dc.date.available2011-11-28T14:04:37Z
dc.date.issued1981en_US
dc.identifier.urihttp://hdl.handle.net/10150/191739
dc.description.abstractA computer program developed for the automatic estimation of hydraulic parameters of an unconfined aquifer is presented. The program is based on Neuman's (1974) analytical solution for flow to a partially penetrating well in an unconfined aquifer. The parameters of this solution are estimated by a nonlinear least squares procedure. The program was tested on data generated synthetically, and on data from two pumping tests performed in Ohio and Colorado. The estimated hydraulic parameters led to a good reproduction of observed aquifer behavior.
dc.language.isoenen_US
dc.publisherThe University of Arizona.en_US
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en_US
dc.subjectHydrology.
dc.subjectGroundwater -- Mathematical models.
dc.titleAutomatic estimation of hydraulic parameters in unconfined aquifersen_US
dc.typeThesis-Reproduction (electronic)en_US
dc.typetexten_US
dc.contributor.chairNeuman, Shlomo P.en_US
dc.identifier.oclc212847093en_US
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.levelmastersen_US
thesis.degree.disciplineHydrology and Water Resourcesen_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.nameM.S.en_US
dc.description.notehydrology collectionen_US
refterms.dateFOA2018-08-24T12:52:07Z
html.description.abstractA computer program developed for the automatic estimation of hydraulic parameters of an unconfined aquifer is presented. The program is based on Neuman's (1974) analytical solution for flow to a partially penetrating well in an unconfined aquifer. The parameters of this solution are estimated by a nonlinear least squares procedure. The program was tested on data generated synthetically, and on data from two pumping tests performed in Ohio and Colorado. The estimated hydraulic parameters led to a good reproduction of observed aquifer behavior.


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